Tender For Under District Deoria, Pitch Work Of Road Leading To Hatimpur Crematorium Near Nh-28. - Clearing And Groubing Road Land Including Uprooting Wild Vegetation Grass Bushes E.T.C As Per S.I.No-259 3 Excavationforroadwayinsoilbymechanicalmeansincl, deoria-Uttar Pradesh

Tender For Under District Deoria, Pitch Work Of Road Leading To Hatimpur Crematorium Near Nh-28. - Clearing and groubing road land including uprooting wild vegetation grass bushes e.t.c As per S.I.No-259 3 Excavationforroadwayinsoilbymechanicalmeansincluding cuttingandpushingtheearthtositeofembankmentuptoa distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections. 4 Earth work in excavation in foundation in ordinary soil including lead up to 30m.and lift up to 1.50m. Including filling watering and ramming of excavated earth in to the space between building and site of foundation trenches e.t.c As per S.I.No251 5 Construction of granular Sub-base by providing well graded materials,sprading in uniform layers with motor grader/tractor mounted appropriate equipement on perpared surface mixing by mix in place mathod with rotavator at OMC,And compacting with smooth wheel roller to achived the desired density,compleate as per Techinical Specification Clause 401 6 Providing, laying and compacting of stone aggregates of45-63 mm sizeto water bound macadam specification including spreading in uniform thickness,hand packing ,rolling with smooth wheel roller80-100KN in stagesto proper grade and camber appling and brooming stone screening binding materials to fill up theinterstices of coarse aggregate,watring and compacting to the required density grading 2 as per PWD Specification. 7 Providing, laying and compacting of stone aggregates of53-22.4 mm sizeto water bound macadam specification including spreading in uniform thickness,hand packing ,rolling with smooth wheel roller80-100KN in stagesto proper grade and camber appling and brooming stone screening binding materials to fill up theinterstices of coarse aggregate,watring and compacting to the required density grading 3 as per PWD Specification. 8 Providing and applying prime caot with SS emulson/Bitumen usingbitumen emulsion pressure distributor (@0.850Kg) per Sqm. 9 Providing and laying tack caot with Bitumin emulusion distributer of the rate of 0.25 to 0.30 kg per sqmon the preapered granular surface treated with primer and cleaned with Hydraulic broom as per technical specification clasuse-503 10 Providing, laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumin or emulsion to required line grade and level to serve as wearing course on a previously prepared e.t.c 11 Providing, laying Seal coatwith Bitumen sealing the voids in a bituminous surface laid to the specified levels grade and cross fall using type C. as per Technical Specification 510 12 Construction of subgrade and earthen shoulders with approvedmaterial obtained from borrow pits with all lifts and leads, transportingto site, spreading, grading to required slope and compacted to meetrequirement of Table 300.2 with lead upto 1000 m as per TechnicalSpecification Clause 303.1. 13 Brick edging on both side of road with 1st class bricks 8cm wide12cm deep laid mud mortar including all materials labour T&P e.t.c complete. 14 450mmdia H.P.Gul 15 Earth work in excavation in foundation in ordinary soil including lead up to 30m.and lift up to 1.50m. Including filling watering and ramming of excavated earth in to the space between building and site of foundation trenches e.t.c As per S.I.No251 16 Cement concretewith 4.00cm gauge approvedBricks ballastsand of 1.25F.Mand cement in the proportion of 8:4:1 in including supply of all materials labour and tools and plants e.t.c required for proper completion of the work.As per S.I No275 17 Sand fillingin plinth including supply of necessary quantity of sand from a distance not execding 8 km from the site of work and including watering dressing e.t.c rate includes cost of all materials labours and T&P e.t.c required for proper compleation of the work As per S.I.No-255 18 Supplyof N.P-3 300mm dia R.C.C Spun PipeI.S.IMarked as per IS458-2003 . 19 Cost oflabour for laying 300mm dia pipe 20 Supply and fixing of sign boardat site

INR 2714 /-

INR 160900.0 /-

INR 80.45 Lakhs /-